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0 0 oW 1/8"(approximate) Steel <br /> o Anti-Vortex Baffle Plate. <br /> ^ 110111111 <br /> 604000N = 60 COON = 604000N <br /> try►�Y�` Mira,� <br /> 5612 <br /> 5701.5'PRINCIPA4 SPILLWAY <br /> 1/2 (approximate) <br /> Steel Rod Trash Rock. <br /> \-610 COrrUg atea 18° <br /> We<_I PIC, <br /> A self Ydan <br /> 5608 Tee 5e ,w <br /> WeideC tort - <br /> 5606 <br /> ' <--- 18' DROP INLET CLIP <br /> EMERGEJNCY SPILLWAY <br /> 5604 <br /> + Controlled Outlet (See Insert B) <br /> -24'X40' CMP <br /> C-21 <br /> cc 005-EAST DITCH 1 <br /> 3°o slope (SEE EXHIBIT 13-4) <br /> cD BCTTOM OF POND ELEV.5689' <br /> 390 N RIP <br /> N07 TO SCALE <br /> 4- <br /> 03.7 + 88.8 <br /> INSE <br /> 884 -1- <br /> PRINCIPAL SPILLWAY <br /> INLET ELEV.5701.5' <br /> "DROP INLET CMP <br /> ELevation Stage Area Capacity Total Capacity <br /> 5Ge"0 (ft.-wsO (ft.) (Acres) (Ac.-ft.) (Ac.-ftIII) Description <br /> 569 <br /> + sG°2 5689 0.0 0.056 0.00 0.00 Bottom of Pond <br /> 03.3 s9s 5690 1 .0 0.090 0.07 0.07 <br /> 569 � + <br /> 03.9 5692 3.0 0. 137 0.24 0,31 <br /> s Ton <br /> 5702 � w 5702 <br /> s7 J ;Tn +- 5694. 1 5. 1 0. 172 0.32 0.63 Controlled Outlet <br /> 00 � 03.2 <br /> 5s98 g�° z 5696 7.0 0.204 0.36 0.99 <br /> PLAN VIES,` <br /> 5g96 °i AN + DETAIL A 1/4 (approximate) Expanded Metal Screen Cover 5698 9.0 0.243 0.44 1 .43 <br /> se Ei E I 56 9q 1 V S 3? 03.6 ----------- CROSS SECTION <br /> w 92 5700 11 .0 0.284 0.53 1 .96 <br /> 0 <br /> 0 0 I 5701.5 12.5 0.320 0.45 2.41 Principal Spillway <br /> ..6go 0 ------------ <br /> Steel Pipe Nipple ` <br /> N = 6038CON = 60380ON ---_ f 5702 13.0 0.340 0.17 2.58 <br /> OUTLET <br /> ELEV. 5689,6- I ) I 5703.2 14.2 0.391 0.44 3.02 Top of Embankment <br /> 4" Gate Valve <br /> RIPRAP Note: <br /> Invert of Gate Assembly <br /> at elevation 5694.1. <br /> A CROSS SECTION A <br /> i <br /> 5720 12 MIN. <br /> PLAN VIEW �/ /� Valve Extension I/8"(approximate) Steel Rod - 5720 <br /> �i \\ 5703.2/AFproximately 30 Feet Long. See Detail A <br /> SCALE: 1%20' <br /> �e \ Supports Every 5` <br /> DETAIL 8 <br /> 1 Piece Of II Pipe - J" <br /> 5715 3 Principal, 1 I <br /> 3 1/2" Reinforcing Bars, A:I Tack Welded Spillway 5715 <br /> Riser <br /> A See Detail B flIN � t <br /> 5694.i <br /> 18" Corregated Metal Pi e <br /> 57iO <br /> 5710 <br /> NOTE : COMPUTER GENERATED CONTOURS BASED INSERT 8 <br /> ON THE OCTOBER,1987 FIELD SURVEY <br /> 5705 <br /> Iz' 5705 <br /> CONTROL ROD MlN. <br /> TOP OF DAM ELEV. 5703.2' <br /> INLET ELEV.5701.5'- a 5700 <br /> 5700 PRINCIPAL SPILLWAY <br /> 18"UROP INLET CMP - <br /> 82' LONG, 2.0%SLOPE I 1 <br /> WATERTIGHT JOINTS <br /> W/TRASH RACK 3 (TYPICAL) (TYPICAL)3 _1 <br /> (INSERT A) <br /> 5695 INVERT ELEVATION 5694.1 5695 t Revision As Built, 2/5/93, Murari P. Shrestha <br /> CONTROLLED OUTLET .J <br /> 4.6MUSLE (INSERT e) _ � WESTERN FUELS-COLORADO <br /> SEDIMENT STORAGE - A LIMITED LWRILITY COMPANY <br /> NUCL.A MINE <br /> 5690 <br /> NUCLA.COLORADO <br /> - INVERT ELEV. 5689.E 5690 <br /> EXHIBIT "13-15A n <br /> 3'X3' ANTISEEP RIPRAP 15"CMP COLLARS AS BUILT <br /> L 41Z005 IMPOUNDMENT <br /> 5685 5685 <br /> SECTION A-A' SCALE: AS SHOWN DRAWN BY: C.C.H. <br /> SCALE Cz 20 <br /> DATE: II/18/87 DRAWING N0: <br /> REVISION:110/3/901 APPROVED BY: J, SCHLENVOGT <br /> R.J.G. <br /> t..'-.:fir a . .-y._ ... ..•dY'Lww-w.+....��W�.a.w-...w....M.u+u..YLlbo.�....r..Y u.-._. .._- s-..-. .._ _ _ .. _ i .. .. _ ., _ .-.. -. - _.. _.e .. .. ..._. ..1.a.... .. _.. ... . v _. - .. _ -. _ <br />